Good Morning,
First, i want to pay my regards to the Admin of this page to build such a responsive platform for Structural Engineers. My question is :
How we can distribute the BlockWork loads uniformly over the 2T prestressed slab during the design if I am doing manual calculations[or Spread Sheets], if we are going to use some software then we can reflect Block work as line loads...Please help me regarding this matter.
Thanks
Shahid Mahmood